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Home My WebLink About3133-13TYPE III BARRICADES g ,4 1+ 31 g v a fi s 74T.,, , . , ' ., •.i;.it- .: _�-�_- __._ice--�.i_ s...„3...'...,:u.:..�..vw�wtt:,:... '.c.i. .�A+=.,ra;:Ardu.�..i.s�u:r,` ti 177 , �■■'■ K a n 4� , PHASE 4 - STAGE 1 WORK AREA TEMPORARY RAILINGS (TYPE K) (CALTRANS STD. PLAN T3) & TEMPORARY TRAFFIC SCREEN (CALTRANS STD. PLAN T4) (USE THIS FOR K -RAIL EXCEPT WHERE IT WOULD OBSTRUCT SIGHT DISTANCE FOR TURNING VEHICLES Com? INTERSECTION.) T RvrAr� 0 000 AHS-f+ij ; 40' ® 10:1Li C% SIGN SPACING TYPE III BARRICADES g ,4 1+ 31 g v a fi s 74T.,, , . , ' ., •.i;.it- .: _�-�_- __._ice--�.i_ s...„3...'...,:u.:..�..vw�wtt:,:... '.c.i. .�A+=.,ra;:Ardu.�..i.s�u:r,` ti 177 , �■■'■ K a n 4� , PHASE 4 - STAGE 1 WORK AREA TEMPORARY RAILINGS (TYPE K) (CALTRANS STD. PLAN T3) & TEMPORARY TRAFFIC SCREEN (CALTRANS STD. PLAN T4) (USE THIS FOR K -RAIL EXCEPT WHERE IT WOULD OBSTRUCT SIGHT DISTANCE FOR TURNING VEHICLES Com? INTERSECTION.) • STEEL PLATES (TYPE P) (SCHEDULE SETUP AND RELOCATION) (PIN ALL STEEL PLATES) TYPE III BARRICADES WORK AREA RECEIVING PIT RC+,AD Ruc* ON AHEAS7 C% l JACKING PIT 00 (TRENCHLESS) b ao ntaq, 0 000 MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT ; 40' ® 10:1Li .- SIGN SPACING TRAFFIC SPEED" TAPER Cn Odvmm of Taper LENGTH (Taw) (Tangerd) a Between Signa) Each Lane J W i U 25 Ft (8m) a i :4HEAD 30 MPH (45 K b) 200 R (60m) ry 60 R 08m) 200 Ft (60m) 35 MPH (50 MV11) 250 R (75m) C% t °s 250 R (/5m) 40 MPH (60 W) 350 R (110m) 40 R (12m) 80 R (24m) W *45 MPH (70 Knvb) 550 R (170m) 45 R (14m) 90 R (27m) 550 R (170m) *50 MPH (80 Krr0) 600 R (180m) 50 R (15m) 100 R (30m) 6008. (180m) . Z 50 FL(15m) 100 R (30m) 1000 FL (300m)' Kmm 300m NOTES: - *See Section 8 for high speed situations. Distances shown in parenthesis are approximate. **85th Percentile speed or as directed by the Engineer. (SEE SHEET 12 FOR PHASE 3) • STEEL PLATES (TYPE P) (SCHEDULE SETUP AND RELOCATION) (PIN ALL STEEL PLATES) TYPE III BARRICADES WORK AREA RECEIVING PIT RC+,AD Ruc* ON AHEAS7 C% l JACKING PIT L DELINEATORS (SETUP & MAINTAIN) (SEE CHART "A' FOR SPACING) Q TEMPORARY RAILINGS (TYPE K)Q (CALTRANS STD. PLAN T3) 4 - STAGE 2 "�'PHASEU, (MICROTUNNELING ALONG S. HIGHLAND AVE.) Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID. Call: TOLL FREE 1-800 227-2600 THIS PLAN IS COPYRIGHTED BY ASSOCIATED ENGINEERS, INC. 2001 C13 EA� T l m6 Associated Engineers 3311 TEAST (909) SHELB80 TR EET 982 � NTAAX R(gp CALIFORNIA 089 91764 S. HIGHLAND AVE. C13 NOTICE TO THE CONTRACTOR: THE PURPOSE OF THIS TENTATIVE TRAFFIC CONTROL PLAN IS TO SET FORTH GUIDANCE AND DIRECTION IN THE IMPLEMENTATION OF A FINAL TRAFFIC CONTROL PLAN. THE CONTRACTOR IS RESPONSIBLE TO PLAN, SCHEDULE, AND IMPLEMENT THE FINAL CONTROL PLAN, IN CONFORMANCE WITH THE W.A.T.C.H. MANUAL AND CALTRANS TRAFFIC MANUAL, APPROVED BY THE CITY OF FONTANA. THE CONTRACTOR'S FINAL TRAFFIC CONTROL AND PHASING PLANS SHALL ACCOMMODATE LOCAL AND THROUGH TRAFFIC. WALNUT STREET AND JUNIPER AVENUE WILL BE CLOSED TO THROUGH TRAFFIC. INGRESS AND EGRESS FOR RESIDENTS ONLY ON WALNUT STREET AND JUNIPER AVENUE SHALL BE MAINTAINED BY THE CONTRACTOR. CYPRESS AVENUE, SIERRA AVENUE AND SOUTH HIGHLAND AVENUE SHALL HAVE A MINIMUM OF TWO (2) TWELVE FOOT TRAFFIC LANES. INSTALL CRASH CUSHIONS (CALTRANS STD. PLAN A81, ARRAY " E" ) INSTALL CRASH CUSHIONS (CALTRANS STD. PLAN A81, ARRAY " E" ) TYPE III BARRICADES STEEL PLATES (TYPE P) (SCHEDULE SETUP AND RELOCATION) (PIN ALL STEEL PLATES) WORK AREA .✓JP. C24 QRE E 0 MES 1. 0. C 49004 EXP. 09 31 05 sT CIVIL F� 9TF OF CPQ\ O TEMPORARY BARRICADES & DELINEATORS PLANS PREPARED BY: ELIAS A. BUSUEGO, JR. II DESIGNED BY: E. A. BUSUEGO, JR. II DATE: 09/01 DRAWN BY: E. A. BUSUEGO, JR. II DATE: 10/01 CHECKED BY: T. R. HOLLIMAN, P.E. DATE: 04/02 APPROVED: G. DYE, P.E?' RCE# C 49004 DATE ROAD +;cati4TRVGr�C?. - X;ilME41�� TRAFFIC DETOUR GENERAL NOTES 1. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE CALTRANS TRAFFIC MANUAL, CHAPTER 5 - MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, LATEST EDITION. 2. THE CONTRACTOR SHALL REFER TO THE ENGINEER IN THE EVENT OF A CONFLICT OR POTENTIAL CONFLICT WITH THE PLANS AND/OR SPECIFICATIONS FOR THIS PROJECT. 3. ALL REQUIRED CONTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO TO START OF CONSTRUCTION. 4. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR EMERGENCY VEHICLES AT ALL A MINIMUM 3.6 METER (12 -FOOT) LANE SHALL BE MAINTAINED AT ALL TIMES. 6. EXACT LOCATION OF TRAFFIC CONTROL DEVICES SHALL BE DIRECTED BY THE ENGINEER BASED ON CONSTRUCTION CONDITIONS. ADDITIONAL WARNING SIGNS, CONSTRUCTION 7 SIGNS, AND/OR TRAFFIC SAFETY EQUIPMENT MAY BE REQUIRED BY THE ENGINEER. LOCATION OF ALL EQUIPMENT IS SUBJECT TO FINAL APPROVAL AND MAY BE MODIFIED BY THE ENGINEER. 7. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, PAVEMENT MARKINGS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES TO THEIR ORIGINAL CONDITIO, OR TO THE SATISFACTION OF THE ENGINEER. 8. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN, ON A 24-HOUR BASIS, ALL SIGNS, DELINEATORS, BARRICADES, OR OTHER TRAFFIC CONTROL DEVICES TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC. R 9. ALL SIGNS SHALL BE RELECTORIZED (OR ILLUMINATED) AND STANDARD SIZE % UNLESS OTHERWISE NOTED. SIGNS SHALL NOT BE PLACED IN SHADOWS OR OBSTRUCTED LOCATIONS. 10» TRAFFIC SIGN DIMENSIONS, COLOR, AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. 11. SIGNS SHALL NOT BE PLACED IN EXCESS OF 15 FEET FROM THE EDGE OF THE TRAVEL WAY. PORTABLE SIGN STANDARDS SHALL BE TIED DOWN OR WEIGHTED TO PREVENT TOPPLING. 12. ALL DELINEATORS SHALL BE 36" MINIMUM, PORTABLE, REFLECTORIZED RUBBER GUIDE POSTS, ORANGE IN COLOR WITH WEIGHTED BASES OR SANDBAG RINGS AND SHALL BE KEPT IN THEIR PROPER POSITION AT ALL TIMES AND SHALL BE REPAIRED, REPLACED OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY. 13. ALL CONFLICTING STRIPES, PAVEMENT MARKINGS, AND LEGENDS SHALL BE COMPLETELY COVERED OR REMOVED PRIOR TO ANY CHANGE IN THE TRAFFIC PATTERN. 14. ALL EXISTING SIGNS THAT ARE IN CONFLICT WITH THIS PLAN SHALL BE COVERED OR REMOVED. 15. ALL FLASHING YELLOW WARNING LIGHTS SHALL BE TYPE "A', PORTABLE, LENS DIRECTED, ENCLOSED AND MOUNTED AT A MINIMUM HEIGHT OF 3 FEET MEASURED FROM THE THE BOTTOM OF THE LENS TO THE UNDERLYING SURFACE. ALL FLASHING WARNING LIGHTS SHALL BE IN ACCORDANCE WITH THE W.A.T.C.H. LATEST EDITION. 16. THE WORK ZONE SHALL BE ROUTINELY INSPECTED AND MAINTAINED TO ENSURE PROPER VISIBILITY AND OPERATION OF ALL TRAFFIC CONTROL AND ADVANCE WARNING DEVICES. ALL FLASHING YELLOW BEACONS SHALL BE INSPECTED DAILY TO ENSURE PROPER OPERATION. 17. BEFORE FINAL INSPECTION OF THE WORK, THE CONTRACTOR SHALL CLEAR THE RIGHT-OF-WAY AND ALL GROUNDS OCCUPIED BY HIM, IN CONNECTION WITH THIS WORK, OF ALL RUBBISH, EXCESS MATERIALS, EQUIPMENT, SIGNS, DELINEATORS, ETC., ALL PARTS OF THE WORK AREA SHALL BE LEFT IN A NEAT AND PRESENTABLE CONDITION. 18. THE CONTRACTOR SHALL NOTIFY THE CITY TRAFFIC SECTION 48 HOURS PRIOR TO IMPLEMENTING THIS TRAFFIC DETOUR PLAN. 19. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL ' BE PLACED ONE WEEK PRIOR TO IMPLEMENTING DETOUR. C18 5NL1UL`E'R waRK AHEAD C24 , d 1 loop /l o0 < f 1 an o 00 40 ® 0,' ; s rp • `+ ....w fpr' r; p C13 DELINEATORS (SETUP & MAINTAIN) TEMPORARY RAILINGS ( TYPE K) (CALTRANS STD. PLAN T3) & TEMPORARY TRAFFIC SCREEN (CALTRANS STD. PLAN T4) (USE THIS FOR K -RAIL EXCEPT WHERE IT WOULD OBSTRUCT SIGHT DISTANCE FOR TURNING VEHICLES ® INTERSECTION.) LEGEND: SIGNS • CONES/DELINEATORS BARRICADES 00 (TRENCHLESS) b ao ntaq, 0 000 MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT ; 40' ® 10:1Li .- SIGN SPACING TRAFFIC SPEED" TAPER Cn Odvmm of Taper LENGTH (Taw) (Tangerd) a Between Signa) Each Lane J i U 25 Ft (8m) a i z w 30 MPH (45 K b) 200 R (60m) ry 60 R 08m) 200 Ft (60m) 35 MPH (50 MV11) 250 R (75m) N t °s 250 R (/5m) 40 MPH (60 W) 350 R (110m) 40 R (12m) 80 R (24m) L DELINEATORS (SETUP & MAINTAIN) (SEE CHART "A' FOR SPACING) Q TEMPORARY RAILINGS (TYPE K)Q (CALTRANS STD. PLAN T3) 4 - STAGE 2 "�'PHASEU, (MICROTUNNELING ALONG S. HIGHLAND AVE.) Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID. Call: TOLL FREE 1-800 227-2600 THIS PLAN IS COPYRIGHTED BY ASSOCIATED ENGINEERS, INC. 2001 C13 EA� T l m6 Associated Engineers 3311 TEAST (909) SHELB80 TR EET 982 � NTAAX R(gp CALIFORNIA 089 91764 S. HIGHLAND AVE. C13 NOTICE TO THE CONTRACTOR: THE PURPOSE OF THIS TENTATIVE TRAFFIC CONTROL PLAN IS TO SET FORTH GUIDANCE AND DIRECTION IN THE IMPLEMENTATION OF A FINAL TRAFFIC CONTROL PLAN. THE CONTRACTOR IS RESPONSIBLE TO PLAN, SCHEDULE, AND IMPLEMENT THE FINAL CONTROL PLAN, IN CONFORMANCE WITH THE W.A.T.C.H. MANUAL AND CALTRANS TRAFFIC MANUAL, APPROVED BY THE CITY OF FONTANA. THE CONTRACTOR'S FINAL TRAFFIC CONTROL AND PHASING PLANS SHALL ACCOMMODATE LOCAL AND THROUGH TRAFFIC. WALNUT STREET AND JUNIPER AVENUE WILL BE CLOSED TO THROUGH TRAFFIC. INGRESS AND EGRESS FOR RESIDENTS ONLY ON WALNUT STREET AND JUNIPER AVENUE SHALL BE MAINTAINED BY THE CONTRACTOR. CYPRESS AVENUE, SIERRA AVENUE AND SOUTH HIGHLAND AVENUE SHALL HAVE A MINIMUM OF TWO (2) TWELVE FOOT TRAFFIC LANES. INSTALL CRASH CUSHIONS (CALTRANS STD. PLAN A81, ARRAY " E" ) INSTALL CRASH CUSHIONS (CALTRANS STD. PLAN A81, ARRAY " E" ) TYPE III BARRICADES STEEL PLATES (TYPE P) (SCHEDULE SETUP AND RELOCATION) (PIN ALL STEEL PLATES) WORK AREA .✓JP. C24 QRE E 0 MES 1. 0. C 49004 EXP. 09 31 05 sT CIVIL F� 9TF OF CPQ\ O TEMPORARY BARRICADES & DELINEATORS PLANS PREPARED BY: ELIAS A. BUSUEGO, JR. II DESIGNED BY: E. A. BUSUEGO, JR. II DATE: 09/01 DRAWN BY: E. A. BUSUEGO, JR. II DATE: 10/01 CHECKED BY: T. R. HOLLIMAN, P.E. DATE: 04/02 APPROVED: G. DYE, P.E?' RCE# C 49004 DATE ROAD +;cati4TRVGr�C?. - X;ilME41�� TRAFFIC DETOUR GENERAL NOTES 1. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE CALTRANS TRAFFIC MANUAL, CHAPTER 5 - MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, LATEST EDITION. 2. THE CONTRACTOR SHALL REFER TO THE ENGINEER IN THE EVENT OF A CONFLICT OR POTENTIAL CONFLICT WITH THE PLANS AND/OR SPECIFICATIONS FOR THIS PROJECT. 3. ALL REQUIRED CONTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO TO START OF CONSTRUCTION. 4. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR EMERGENCY VEHICLES AT ALL A MINIMUM 3.6 METER (12 -FOOT) LANE SHALL BE MAINTAINED AT ALL TIMES. 6. EXACT LOCATION OF TRAFFIC CONTROL DEVICES SHALL BE DIRECTED BY THE ENGINEER BASED ON CONSTRUCTION CONDITIONS. ADDITIONAL WARNING SIGNS, CONSTRUCTION 7 SIGNS, AND/OR TRAFFIC SAFETY EQUIPMENT MAY BE REQUIRED BY THE ENGINEER. LOCATION OF ALL EQUIPMENT IS SUBJECT TO FINAL APPROVAL AND MAY BE MODIFIED BY THE ENGINEER. 7. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, PAVEMENT MARKINGS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES TO THEIR ORIGINAL CONDITIO, OR TO THE SATISFACTION OF THE ENGINEER. 8. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN, ON A 24-HOUR BASIS, ALL SIGNS, DELINEATORS, BARRICADES, OR OTHER TRAFFIC CONTROL DEVICES TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC. R 9. ALL SIGNS SHALL BE RELECTORIZED (OR ILLUMINATED) AND STANDARD SIZE % UNLESS OTHERWISE NOTED. SIGNS SHALL NOT BE PLACED IN SHADOWS OR OBSTRUCTED LOCATIONS. 10» TRAFFIC SIGN DIMENSIONS, COLOR, AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. 11. SIGNS SHALL NOT BE PLACED IN EXCESS OF 15 FEET FROM THE EDGE OF THE TRAVEL WAY. PORTABLE SIGN STANDARDS SHALL BE TIED DOWN OR WEIGHTED TO PREVENT TOPPLING. 12. ALL DELINEATORS SHALL BE 36" MINIMUM, PORTABLE, REFLECTORIZED RUBBER GUIDE POSTS, ORANGE IN COLOR WITH WEIGHTED BASES OR SANDBAG RINGS AND SHALL BE KEPT IN THEIR PROPER POSITION AT ALL TIMES AND SHALL BE REPAIRED, REPLACED OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY. 13. ALL CONFLICTING STRIPES, PAVEMENT MARKINGS, AND LEGENDS SHALL BE COMPLETELY COVERED OR REMOVED PRIOR TO ANY CHANGE IN THE TRAFFIC PATTERN. 14. ALL EXISTING SIGNS THAT ARE IN CONFLICT WITH THIS PLAN SHALL BE COVERED OR REMOVED. 15. ALL FLASHING YELLOW WARNING LIGHTS SHALL BE TYPE "A', PORTABLE, LENS DIRECTED, ENCLOSED AND MOUNTED AT A MINIMUM HEIGHT OF 3 FEET MEASURED FROM THE THE BOTTOM OF THE LENS TO THE UNDERLYING SURFACE. ALL FLASHING WARNING LIGHTS SHALL BE IN ACCORDANCE WITH THE W.A.T.C.H. LATEST EDITION. 16. THE WORK ZONE SHALL BE ROUTINELY INSPECTED AND MAINTAINED TO ENSURE PROPER VISIBILITY AND OPERATION OF ALL TRAFFIC CONTROL AND ADVANCE WARNING DEVICES. ALL FLASHING YELLOW BEACONS SHALL BE INSPECTED DAILY TO ENSURE PROPER OPERATION. 17. BEFORE FINAL INSPECTION OF THE WORK, THE CONTRACTOR SHALL CLEAR THE RIGHT-OF-WAY AND ALL GROUNDS OCCUPIED BY HIM, IN CONNECTION WITH THIS WORK, OF ALL RUBBISH, EXCESS MATERIALS, EQUIPMENT, SIGNS, DELINEATORS, ETC., ALL PARTS OF THE WORK AREA SHALL BE LEFT IN A NEAT AND PRESENTABLE CONDITION. 18. THE CONTRACTOR SHALL NOTIFY THE CITY TRAFFIC SECTION 48 HOURS PRIOR TO IMPLEMENTING THIS TRAFFIC DETOUR PLAN. 19. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL ' BE PLACED ONE WEEK PRIOR TO IMPLEMENTING DETOUR. C18 5NL1UL`E'R waRK AHEAD C24 , d 1 loop /l o0 < f 1 an o 00 40 ® 0,' ; s rp • `+ ....w fpr' r; p C13 DELINEATORS (SETUP & MAINTAIN) TEMPORARY RAILINGS ( TYPE K) (CALTRANS STD. PLAN T3) & TEMPORARY TRAFFIC SCREEN (CALTRANS STD. PLAN T4) (USE THIS FOR K -RAIL EXCEPT WHERE IT WOULD OBSTRUCT SIGHT DISTANCE FOR TURNING VEHICLES ® INTERSECTION.) LEGEND: SIGNS • CONES/DELINEATORS BARRICADES .,.,, ''::, K -RAIL 00000 CRASH CUSHION X - X - X CHAIN LINK FENCE A. GENERAL 1. NO WORK MAY BE PERFORMED IN ANY PUBLIC RIGHT-OF-WAY WITHOUT PERMISSION FROM THE CITY OF FONTANA. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE LATEST EDITION OF WORK AREA TRAFFIC CONTROL HANDBOOK (W.A.T.C.H.) OR THE AGENCY'S PERMIT FOR THE WORK. B. RESPONSIBILITY 1. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS. 2. CONTRACTOR TO PROVIDE TIMELY NOTIFICATION TO ALL AFFECTED AGENCIES, INCLUDING THE FOLLOWING DEPARTMENTS AND PUBLIC AGENCIES: A. POLICE DEPARTMENT B. FIRE DEPARTMENT C. DEPARTMENT OF PUBLIC WORKS/TRANSPORTATION D. BUS AND TRANSIT COMPANIES E. SCHOOL DISTRICTS 3. NOTIFY UNDERGROUND SERVICE ALERT (USA) OR LOCAL ONE -CALL CENTER AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF EXCAVATION. 4. COORDINATE THE WORK WITH ALL AFFECTED AGENCIES AND THE PUBLIC. 5. INFORM OCCUPANTS OF ABUTING PROPERTIES, EITHER ORALLY OR BY WRITTEN NOTICE, OF ACCESS LIMITATIONS MADE NECESSARY BY THE WORK. 6. INSTALL AND MAINTAIN REQUIRED TRAFFIC CONTROL DEVICES. 7. PROVIDE FLAGGERS WHEN REQUIRED. 8. SCHEDULE AND EXPEDITE THE WORK TO CAUSE THE LEAST INCONVENIENCE TO THE PUBLIC. 9. ASSURE THAT SURVEY CREWS AND OTHER EMPLOYEES WORKING IN OR ADJACENT TO A TRAVELED ROADWAY WEAR FLAGGING GARMENTS AS REQUIRED FOR FLAGGERS. 10. PROVIDE ADEQUATE SAFEGUARDS Fu�,VORKERS AND THE GENERAL PUBLIC. 11. PATROL THE CONSTRUCTION SITE AS REQUIRED TO INSURE THAT ALL DEVICES ARE IN PLACE AND OPERATING AT ALL TIMES, ESPECIALLY AT NIGHT AND ON WEEKENDS WHEN WORK IS USUALLY NOT IN PROGRESS. 12. REMOVE TRAFFIC DEVICES WHEN THEY ARE NO LONGER NEEDED. C. PLANNING 1. ALL WORK SHALL BE PLANNED WELL IN ADVANCE TO KEEP TRAFFIC OBSTRUCTIONS, PUBLIC INCONVENIENCE AND LOST WORKING TIME TO A MINIMUM. 2. CONTRACTOR SHALL VISIT THE JOBSITE BEFORE STARTING THE WORK TO CONSIDER: A. TRAFFIC CONDITIONS. B. EXISTING TRAFFIC CONTROLS. C. TRAFFIC LANE REQUIREMENTS. D. PHYSICAL FEATURES. E. VISIBILITY RESTRICTIONS. F. PROBLEMS OF ACCESS TO PRIVATE PROPERTY. G. BUSINESS ACCESS AND ACTIVITIES. H. THE TYPE, NUMBER AND LOCATION OF SIGNS, BARRICADES, LIGHTS AND OTHER TRAFFIC DEVICES REQUIRED FOR THE WORK. I. PEDESTRIAN TRAFFIC, INCLUDING MEANS OF MITIGATING ANY ADVERSE EFFECT UPON THE BLIND OR OTHER PHYSICALLY DISABLED PERSONS. J. TRENCH PROFILES. D. TEMPORARY TRAFFIC LANES 1. WHENEVER THE PAVEMENT SURFACE HAS BEEN DISRUPTED BY PROFILING, PAVING OVERLAY, TEMPORARY TRENCH RESURFACING, STEEL PLATING, HOSE PLACEMENT, ETC., WARNING SIGNS DESCRIBING THE PAVEMENT SURFACE SHALL BE INSTALLED IN ACCORDANCE WITH W.A.T.C.H. MANUAL. 2. ALL TEMPORARY TRAFFIC LANES SHALL BE A MINIMUM OF 12 FEET IN WIDTH UNLESS OTHERWISE AUTHORIZED. 3. IF THE NEED ARISES TO COVER TRAFFIC SIGNAL INDICATIONS, IT SHALL MEET THE REQUIREMENTS OF THE W.A.T.C.H. MANUAL. E.. TEMPORARY PAVEMENT STRIPING/MARKING 1. CONTRACTOR SHALL COORDINATE WITH THE CITY OF FONTANA TO DETERMINE THE NEED FOR AND EXTENT OF STRIPING REMOVAL AND RESTRIPING TO SUPPLEMENT DEVICES USED FOR DELINEATION. REVISIONS BENCH MARK: No. DATE BY DESCRIPTION APPT BY DATE SAN BERNARDINO COUNTY BENCH MARK 01/28/03 EAB RECORD DRAWING. >' t NO. 616, BRASS CAP IN GAS STATION PUMP ISLAND SOUTHEAST CORNER HIGHLAND AVE. AND CITRUS AVE, ELEVATION = 1510.91 (NOTE: GAS STATION IS ABANDONED) VICINITY MAP SCALE: 1" = A00' CITY OF FONTANA SOUTH HIGHLAND AVENUE AND JUNIPER AVENUE SEWER SYSTEM IMPROVEMENTS SP -46-01 DRAWN BY: SEWER IMPROVEMENT PLAN SCALE: 1 40' EAB SOUTH HK)HLAAVENUE " = I� DESIGNED BY: TRAFFIC CONTROL PLAN DATE: TRH FROM JUMPER,AVE. TO SERRA AVE. 12/12/2001 CHECKED BY: APPROVED BY. ;' DATE: DRAWING NO. 13 3133 CITY TRAFFIC ENGINEER R,eE. NO. 1` -3! i4 L:\2001 \01064\DWG\AsBuilt\TRAFFIC 13D.DWG 30,lanuary2003 - CHART A - MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT SIGN SPACING TRAFFIC SPEED" TAPER DELINEATOR SPACING Odvmm of Taper LENGTH (Taw) (Tangerd) a Between Signa) Each Lane 25 MPH (40 KrO) 150 R (50m) 25 Ft (8m) 50 Ft (15m) 150 R (50m) 30 MPH (45 K b) 200 R (60m) 30 R (9m) 60 R 08m) 200 Ft (60m) 35 MPH (50 MV11) 250 R (75m) 35 R (11m) 70 R (21m) 250 R (/5m) 40 MPH (60 W) 350 R (110m) 40 R (12m) 80 R (24m) 350 R (110m) *45 MPH (70 Knvb) 550 R (170m) 45 R (14m) 90 R (27m) 550 R (170m) *50 MPH (80 Krr0) 600 R (180m) 50 R (15m) 100 R (30m) 6008. (180m) *55 MPH+(85 1000 R 50 FL(15m) 100 R (30m) 1000 FL (300m)' Kmm 300m NOTES: - *See Section 8 for high speed situations. Distances shown in parenthesis are approximate. **85th Percentile speed or as directed by the Engineer. .,.,, ''::, K -RAIL 00000 CRASH CUSHION X - X - X CHAIN LINK FENCE A. GENERAL 1. NO WORK MAY BE PERFORMED IN ANY PUBLIC RIGHT-OF-WAY WITHOUT PERMISSION FROM THE CITY OF FONTANA. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE LATEST EDITION OF WORK AREA TRAFFIC CONTROL HANDBOOK (W.A.T.C.H.) OR THE AGENCY'S PERMIT FOR THE WORK. B. RESPONSIBILITY 1. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS. 2. CONTRACTOR TO PROVIDE TIMELY NOTIFICATION TO ALL AFFECTED AGENCIES, INCLUDING THE FOLLOWING DEPARTMENTS AND PUBLIC AGENCIES: A. POLICE DEPARTMENT B. FIRE DEPARTMENT C. DEPARTMENT OF PUBLIC WORKS/TRANSPORTATION D. BUS AND TRANSIT COMPANIES E. SCHOOL DISTRICTS 3. NOTIFY UNDERGROUND SERVICE ALERT (USA) OR LOCAL ONE -CALL CENTER AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF EXCAVATION. 4. COORDINATE THE WORK WITH ALL AFFECTED AGENCIES AND THE PUBLIC. 5. INFORM OCCUPANTS OF ABUTING PROPERTIES, EITHER ORALLY OR BY WRITTEN NOTICE, OF ACCESS LIMITATIONS MADE NECESSARY BY THE WORK. 6. INSTALL AND MAINTAIN REQUIRED TRAFFIC CONTROL DEVICES. 7. PROVIDE FLAGGERS WHEN REQUIRED. 8. SCHEDULE AND EXPEDITE THE WORK TO CAUSE THE LEAST INCONVENIENCE TO THE PUBLIC. 9. ASSURE THAT SURVEY CREWS AND OTHER EMPLOYEES WORKING IN OR ADJACENT TO A TRAVELED ROADWAY WEAR FLAGGING GARMENTS AS REQUIRED FOR FLAGGERS. 10. PROVIDE ADEQUATE SAFEGUARDS Fu�,VORKERS AND THE GENERAL PUBLIC. 11. PATROL THE CONSTRUCTION SITE AS REQUIRED TO INSURE THAT ALL DEVICES ARE IN PLACE AND OPERATING AT ALL TIMES, ESPECIALLY AT NIGHT AND ON WEEKENDS WHEN WORK IS USUALLY NOT IN PROGRESS. 12. REMOVE TRAFFIC DEVICES WHEN THEY ARE NO LONGER NEEDED. C. PLANNING 1. ALL WORK SHALL BE PLANNED WELL IN ADVANCE TO KEEP TRAFFIC OBSTRUCTIONS, PUBLIC INCONVENIENCE AND LOST WORKING TIME TO A MINIMUM. 2. CONTRACTOR SHALL VISIT THE JOBSITE BEFORE STARTING THE WORK TO CONSIDER: A. TRAFFIC CONDITIONS. B. EXISTING TRAFFIC CONTROLS. C. TRAFFIC LANE REQUIREMENTS. D. PHYSICAL FEATURES. E. VISIBILITY RESTRICTIONS. F. PROBLEMS OF ACCESS TO PRIVATE PROPERTY. G. BUSINESS ACCESS AND ACTIVITIES. H. THE TYPE, NUMBER AND LOCATION OF SIGNS, BARRICADES, LIGHTS AND OTHER TRAFFIC DEVICES REQUIRED FOR THE WORK. I. PEDESTRIAN TRAFFIC, INCLUDING MEANS OF MITIGATING ANY ADVERSE EFFECT UPON THE BLIND OR OTHER PHYSICALLY DISABLED PERSONS. J. TRENCH PROFILES. D. TEMPORARY TRAFFIC LANES 1. WHENEVER THE PAVEMENT SURFACE HAS BEEN DISRUPTED BY PROFILING, PAVING OVERLAY, TEMPORARY TRENCH RESURFACING, STEEL PLATING, HOSE PLACEMENT, ETC., WARNING SIGNS DESCRIBING THE PAVEMENT SURFACE SHALL BE INSTALLED IN ACCORDANCE WITH W.A.T.C.H. MANUAL. 2. ALL TEMPORARY TRAFFIC LANES SHALL BE A MINIMUM OF 12 FEET IN WIDTH UNLESS OTHERWISE AUTHORIZED. 3. IF THE NEED ARISES TO COVER TRAFFIC SIGNAL INDICATIONS, IT SHALL MEET THE REQUIREMENTS OF THE W.A.T.C.H. MANUAL. E.. TEMPORARY PAVEMENT STRIPING/MARKING 1. CONTRACTOR SHALL COORDINATE WITH THE CITY OF FONTANA TO DETERMINE THE NEED FOR AND EXTENT OF STRIPING REMOVAL AND RESTRIPING TO SUPPLEMENT DEVICES USED FOR DELINEATION. REVISIONS BENCH MARK: No. DATE BY DESCRIPTION APPT BY DATE SAN BERNARDINO COUNTY BENCH MARK 01/28/03 EAB RECORD DRAWING. >' t NO. 616, BRASS CAP IN GAS STATION PUMP ISLAND SOUTHEAST CORNER HIGHLAND AVE. AND CITRUS AVE, ELEVATION = 1510.91 (NOTE: GAS STATION IS ABANDONED) VICINITY MAP SCALE: 1" = A00' CITY OF FONTANA SOUTH HIGHLAND AVENUE AND JUNIPER AVENUE SEWER SYSTEM IMPROVEMENTS SP -46-01 DRAWN BY: SEWER IMPROVEMENT PLAN SCALE: 1 40' EAB SOUTH HK)HLAAVENUE " = I� DESIGNED BY: TRAFFIC CONTROL PLAN DATE: TRH FROM JUMPER,AVE. TO SERRA AVE. 12/12/2001 CHECKED BY: APPROVED BY. ;' DATE: DRAWING NO. 13 3133 CITY TRAFFIC ENGINEER R,eE. NO. 1` -3! i4 L:\2001 \01064\DWG\AsBuilt\TRAFFIC 13D.DWG 30,lanuary2003